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2007/08/21 - LAND USE - LUP - Other (4)
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2007/08/21 - LAND USE - LUP - Other (4)
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Entry Properties
Last modified
2/19/2025 11:35:47 PM
Creation date
10/1/2017 2:30:30 PM
Metadata
Fields
Template:
Property Files v2
Document Date
8/21/2007
Document Type 1
LAND USE
Document Type 2
LUP
Document Type 3
Other
Tax ID
3236
36947
36948
36949
Pin Number
07-008-2-38-14-17-3 03-000-011000
07-008-2-38-14-17-3 02-000-011100
07-008-2-38-14-17-3 03-000-011100
07-008-2-38-14-17-3 02-000-012100
Legacy Pin
008211702200
Municipality
TOWN OF DEWEY
TOWN OF DEWEY
TOWN OF DEWEY
TOWN OF DEWEY
Owner Name
MARK & NOEL KNOOP
MARK & NOEL KNOOP
MARK & NOEL KNOOP
ZACHARY SMITH
Property Address
2930 BASHAW LAKE RD
2930 BASHAW LAKE RD
23690 BASHAW TRL
City
SHELL LAKE
SHELL LAKE
SHELL LAKE
State
WI
WI
WI
Zip
54871
54871
54871
Previous Owners
MARK & NOEL KNOOP
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LaiswneirI Human <br /> Rel tiolndustry, SOIL AND SITE EVALUATION REPORT <br /> Labor and Human Relations <br /> Division of Safety&Buildings Page in <br /> - in accord with ILHR 83.05,Wis.Adm. Code <br /> 7OUNTY <br /> " <br /> Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include,but <br /> dimensioned, north arrow,and location and distance to <br /> not limited to vertical and horizontal reference point(BM),direction and%of slope, scale or <br /> nearest P RCEL I.D. <br /> road. # <br /> APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEW 1)BY <br /> DATE <br /> PROPERTY OWNER: L - If_17Y <br /> PROPERTY LOCATION <br /> GOVT.LOT5Z6 , 1/4rj4(/1/ ,S/ T.716N.R/y E(or)W <br /> PROPERTYOWNE MAILI DDRESS v LOT# BLOCK# SUBD.NAM ORCSM# <br /> C ,STATE ZIP CO/IDE PHONE NUMBER <br /> LL �K f -f OEM (71V) ❑CITY ❑VILLAGE OWN NE REST ROAD <br /> New Construction Use D(J Residential/Number of bedrooms <br /> j J Replacement I J Public or commercial describe [ J Addition to existing building X <br /> Code derived daily flow 50 gpd Recommended design loading rate i 2 <br /> Absorption area required 2 56 3 �b� 9 /tt r trench,gpd/ft2 <br /> 69 2 bed,(t trench,ft2 Maximum design loading rate ,7 bed, 2 '� <br /> Recommended infiltration surface elevation(s) / g trench,gpd/tt2 <br /> Additional design/site considerations tt (as referred to site plan be chmark) <br /> Parent material ,s-���- <br /> Flood plain elevation, if appli le_'�J/ tt <br /> S=Suitable for system11 CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRAD <br /> U=Unsuitable fors stem $ ❑U ❑$ U S ❑U SYSTEM IN FILL HOLDING TANK <br /> ❑S U ❑S au ❑S U <br /> SOIL DESCRIPTION REPORT <br /> Boring # Horizon Depth Dominant Color Mottles Structure <br /> ... in. Munsell CU.Sz.Cont.Color Texture Gr. Sz. Sh. Consiste ce Boundary Roots GPD/ft <br /> ' Bed Trench <br /> Ground <br /> elev� p <br /> 9 ft. <br /> Depth to <br /> limiting <br /> factor w <br /> Remarks: <br /> Boring If <br /> r.2M71 <br /> r n r O 5 <br /> (+/ <br /> / / i, D <br /> Ground <br /> elev. s <br /> 9 ft. <br /> Depth to <br /> limiting <br /> factor <br /> Remarks: <br /> CST Name:—Please Print KEN SCHMITZ INC. Phone: <br /> dress: <br /> 22835 ScINIIII! III <br /> hmid Lane <br /> Signatur <br /> C c (715) 468 2434 Date: CST Number: <br />_._ - 5' 9' <br />
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